The numeric model of the properties of viscoelastic pavement layers made of asphalt concrete

Andrzej Pożarycki


Institute of Civil Engineering; Faculty of Civil and Environmental Engineering; Poznan Univesity of Technology (Poland)
https://orcid.org/0000-0002-1321-066X

Przemysław Górnaś


Institute of Civil Engineering; Faculty of Civil and Environmental Engineering; Poznan Univesity of Technology (Poland)
https://orcid.org/0000-0002-0632-4191

Abstract

Regardless of the complexity of performed analyses of pavement construction, the evidence for the high level of the real conditions rendering can be seen in the parameter values which need to be determined experimentally or through a reliable traceability of the parameters of a given model. By means of a detailed numeric analysis of a beam model, to which pure bending and periodic loading were applied, the authors determined the viscoelastic parameters of the sample HMA material. Next, the materials, defined in this way, were used for the construction of a pavement model. As a result of the juxtaposition of the calculation for the pavement model and the results of calculations performed with FWD, it was possible to confirm the convergence of the results on the level of accuracy accepted from the engineering perspective.


Keywords:

viscoelasticity, Weichert model, hot mix asphalt, numerical model of road pavement

Benedetto H., Olard F., Sauzéata C., Linear viscoelastic behaviour of bituminous materials: From binders to mixes, Road Materials and Pavement Design, Volume 5, 2004
DOI: https://doi.org/10.1080/14680629.2004.9689992   Google Scholar

Deigan R. J., Modeling and experimental investigations of the shock response of viscoelastic foams, ProQuest, 2007
  Google Scholar

Der Van Poel C., A general system describing the visco-elastic properties of bitumens and its relation to routine test data, Journal of Applied Chemistry, Volume 4, Issue 5, 1954
DOI: https://doi.org/10.1002/jctb.5010040501   Google Scholar

Everseries user’s guide Pavement Analysis Computer Software and Case Studies, Department of Transportation, Washington, 2005
  Google Scholar

Gaweł I., Kalabińska M., Piłat J., Asfalty drogowe, Wydawnictwo Komunikacji i Łączności, Warszawa, 2001
  Google Scholar

Jaczewski M., Mejłun Ł., Wyznaczanie parametrów lepkosprężystego modelu Burgersa mieszanek mineralno-asfaltowych na podstawie badania pod obciążeniem dynamicznym, Drogownictwo, nr 11, 2013
  Google Scholar

Liao Y., Viscoelastic FE Modeling of Asphalt Pavements and Its Application to U.S. 30 Perpetual Pavement, ProQuest, 2007
  Google Scholar

Liu Y., You Z., Determining Burger's Model Parameters of Asphalt Materials Using Creep-Recovery Testing Data, Pavement mechanics and materials, modeling, testing, and performance, 2008
DOI: https://doi.org/10.1061/41008(334)3   Google Scholar

Pożarycki A., Analiza trwałości zmęczeniowej mieszanek mineralno-asfaltowych, Rozprawa doktorska, Instytut Inżynierii Lądowej, Politechnika Poznańska, Poznań, 2009
  Google Scholar

Pożarycki A., Identyfikacja liczby i grubości warstw modelu nowej nawierzchni odcinka próbnego metodami sztucznej inteligencji, Drogi i mosty, nr 2, 2012
  Google Scholar

Stefańczyk B., Mieczkowski P., Mieszanki mineralno-asfaltowe. Wykonawstwo i badania, Wydawnictwo Komunikacji i Łączności, Warszawa, 2009
  Google Scholar

Ullidtz P., Coetzee N. F., Analytical procedures in nondestructive testing pavement evaluation, Transportation research record, No. 1482, 1995
  Google Scholar

Yan H., Zhang X., Zhang L., Methods of Fitting the Prony Series of Viscoelastic Models of Asphalt Mixture Based on Dynamic Modulus, American Society of Civil Engineers, 2011
DOI: https://doi.org/10.1061/41184(419)229   Google Scholar

PN-EN 12697-26:2007 Mieszanki mineralno-asfaltowe. Metody badań mieszanek mineralno-asfaltowych na gorąco. Część 26: Sztywność
  Google Scholar

Rozporządzenie Ministra Transportu i Gospodarki Morskiej z dnia 2 marca 1999 r. w sprawie warunków technicznych, jakim powinny odpowiada drogi publiczne i ich usytuowanie. Dz. U. nr 43 z 1999 r., poz. 430 z późn. zm.
  Google Scholar

GDDP, Katalog wzmocnień i remontów nawierzchni podatnych i półsztywnych, Instytut Badawczy Dróg i Mostów, Warszawa, 2001
  Google Scholar


Published
2014-12-09

Cited by

Pożarycki, A. and Górnaś, P. (2014) “The numeric model of the properties of viscoelastic pavement layers made of asphalt concrete”, Budownictwo i Architektura, 13(4), pp. 203–214. doi: 10.35784/bud-arch.1818.

Authors

Andrzej Pożarycki 

Institute of Civil Engineering; Faculty of Civil and Environmental Engineering; Poznan Univesity of Technology Poland
https://orcid.org/0000-0002-1321-066X

Authors

Przemysław Górnaś 

Institute of Civil Engineering; Faculty of Civil and Environmental Engineering; Poznan Univesity of Technology Poland
https://orcid.org/0000-0002-0632-4191

Statistics

Abstract views: 127
PDF downloads: 140


License

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Budownictwo i Architektura supports the open science program. The journal enables Open Access to their publications. Everyone can view, download and forward articles, provided that the terms of the license are respected.

Publishing of articles is possible after submitting a signed statement on the transfer of a license to the Journal.